武汉理工大学亚洲排名前百第1页表7.3.1恒载作用下梁端剪力及柱轴力层次荷载引起的剪力q1q1'q1"q2q2'q2"ll'l"aa'a"va1vd1va233.942.953.9417.0912.4317.096.02.46.00.280.500.2811.8111.813.543.5411.8111.8137.1837.187.467.1923.942.953.9411.228.1611.226.02.46.00.280.500.2811.8111.813.543.5411.8111.8124.4024.404.904.7513.942.953.9411.228.1611.226.02.46.00.280.500.2811.8111.813.543.5411.8111.8124.4024.404.904.75接上vd2vavd7.4637.1837.1848.9948.9911.0011.0048.9948.994.9024.4024.4036.2236.228.448.4436.2236.224.9024.4024.4036.2236.228.448.4436.2236.22层次弯矩引起的剪力mamdll'l"vavd3-42.6349.72-15.9015.76-49.8542.816.02.46.0-1.181.180.06-0.061.17-1.172-39.3041.53-4.936.09-41.2038.986.02.46.0-0.370.37-0.480.480.37-0.371-35.7940.17-6.507.89-39.7335.456.02.46.0-0.730.73-0.580.580.71-0.71层次总剪力abcdvavdP1P2P3P4gl柱自重347.8150.1711.0610.9550.1747.82162.96134.78134.78162.966.883.6024.75210.77235.52196.02220.77195.89220.64210.78235.53235.8536.597.968.9236.5935.85159.60186.16159.96142.616.883.6024.75430.97455.72451.47476.22426.11450.86413.99438.74135.4936.957.869.0236.9335.50159.60189.47159.96142.616.884.4530.59650.81681.40710.50741.09656.77687.36616.85647.45vb左1vb右1vc左1vc右1vb左2vb右2vc左2vc左2vc右2vb左vb右vc左vc右mb左mb右mc左mc右vb左vb右vc左vc右vb左vb右vc左vc右N顶N底N顶N底N顶N底N顶N底表7.3.2可变荷载作用下梁端剪力及柱轴力层次荷载引起的剪力q2q2'q2"ll'l"aa'a"va2vd2vavd31.651.201.656.02.46.00.280.500.283.593.590.720.723.593.593.593.590.720.723.593.5926.604.806.606.02.46.00.280.500.2814.3614.362.882.8814.3614.3614.3614.362.882.8814.3614.3616.604.806.606.02.46.00.280.500.2814.3614.362.882.8814.3614.3614.3614.362.882.8814.3614.36层次弯矩引起的剪力mamdll'l"vavd3-3.924.27-0.860.86-4.273.926.02.46.0-0.060.060.000.000.06-0.062-14.4616.35-3.433.43-16.3514.466.02.46.0-0.320.320.000.000.32-0.321-13.8616.16-3.733.73-16.1613.866.02.46.0-0.380.380.000.000.38-0.38层次总剪力abcdvavdP1P2P3P4gl柱自重33.533.650.720.723.653.536.319.559.556.316.883.600.009.849.8413.9213.9213.9213.929.849.84214.0414.672.882...
